FEMA-EC050606T H E C I T Y O F
COPPELL
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BUILDING PERMIT APPLICATION
Print or Type in a Clear, Legible Manner
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Job Address: zp T/A1 / % C° -�—
Date:
Lot: Block: Subdivision:
/R/
Phase or Section Number:
Owner: (� G�� Address: 4jo T I41 T y
C4— Phone A 972-gal-
72.gal,Contractor:
Contractor:FL/`�N�� Address.sZy ,)YL
/-4/&-rl) Phone
be Done /� Class of Work: Jr' ew
Description of Work, t1% cc --!"44
/ &'C-vf K LCo
Ll Addition Ll Alteration ❑ Repair Ll Demolition
Area of Building in Square Feet
First Floor Garage
Second Floor Other
Value of Work
to be Performed
GRAY AREA FOR OFFICE USE ONLY
NOTICE
This permit becomes null and void if work or construction authorized is not completed
within 180 days.
I hereby certify that I have read and examined this application and know the same to be
true and correct. All provisions of laws and ordinances governing this type of work will
be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any other federal, state
or local law regulating construction or the performance of construction.
Z*!e � /�Xe J2 D -,4 A X),eA
Permit Fee: 0IS 0 Receipt Number:
Zoning District: Occupancy Classification:
Approved By: Date: J
Comments:
Signature of Contractor or Autho ' d Agent Print Name
/-401
Electrical Contractor Plumbing Contractor Mechanical Contractor
BUILDING INSPECTION - WHITE, APPRAISAL - YELLOW, CUSTOMER - PINK
SURVEY PLAT
BARRY S.
RHODES Registered Professional Land
Surveyor (972) 475-8940
This is to
certify that I have, this date, made a careful and
accurate survey on the ground of property
located at
No. 120 TRINITY COURT
. in
the city of COPPELL Texas.
Lot No.
15 , Block No.
A
53" E
of
TRINITY SHORES ADDITION, LOTS 1-19,
BLOCK
A an addition to the City of
COPPELL, DALLAS COUNTY Texas according to
the
MAP THEREOF RECORDED
in VOLUME
2002083 at PAGE 28 of the
MAP
records of DALLAS COUNTY, TEXAS.
BRYINF M. GRAHAM
VOLUME 99224, PAGE 784
1/2" IRS
S
04, 22'
53" E
- 82.01'
0.3'
STONE
WALL
2" IPF
0.3'
WOOD
FENCES
15
N
450.98
450.89
19.5'
4
SO. FT.
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F.F.
MIN. IN. F 447.00
14
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450,70 D4
16 CD
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FORMS ONLY
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y _ 20.7'—� 23.9"
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— 25' BIL 450.82
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N 710. -
FX U. ELEC. & GAS ESMT o
M r 1/2" YC IRF
Q 1/2" YC IRF 1/2" YC IRF
z N 12' 48' 04" W - 80.00' R = 275.00'
a L = 25.00'
TRINITY COURT
THIS C63MFICATIDN Dab Nor
TAKE KM CONSIDERATION
ADDITIONAL FACTS THAT AND
ACCURATE TITLE SEARCH AND OR
EXAMINATION Mx:HT DISCLOSE.
The plat hereon is true, correct, and accurate representation of the property as determined by
survey, the lines and dimensions of said property being as indicated by the plot: the size, location
and type of building and improvements are as shown, all improvements being within the boundaries
of the property, set back from property lines the distance indicated.
THERE ARE NO ENCROACHMENTS, CONFLICTS, OR PROTRUSIONS,EXCEPT AS SHOWN.
Scale: 1" = 20' THIS SURVEY WAS PERFORMED EXCLUSIVELY FOR
HAROLD FLANNERY CUSTOM HOMES
Date: 6-6-2005 USE OF THIS SURVEY FOR ANY OTHER PURPOSE
G. F. No.: OR OTHER PARTIES SHALL BE AT THEIR RISK AND
Job no.: 79197 UNDERSIGNED IS NOT RESPONSIBLE TO OTHERS
Drawn by: CM FOR ANY LOSS RESULTING THEREFROM.
DSE STRUCTURES
25 -May -05
Wright Group
Client Job No. Flanery Residence
Reference: Address
L15/A Trinity Court, Lot: 15, Block: A
Trinity Shores - Coppell, Texas
Consulting Engineers, LLP
Plan No.
Custom
Design Code
1026P
This letter authorizes the use of the above referenced post -tensioned foundation plans for
construction at the address and legal description shown above.
The foundation has been designed based on the following soils conditions:
P. PVR Bearina Pressure Soils Report
48 4.5" 0 psf Geoscience Engineering and Testing, Inc. - 03-DG200E
., .4' 0 The foundation design is also in accordance with the applicable provisions of the 2000 &
2003 International Building & Residential Codes, the 1997 UBC, the Design and
Construction of Post -Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -
Tensioning Institute, applicable provisions of the Building Research Advisory Board (BRAB)
Publication 33, and accepted engineering practice.
Please call us if you have any questions or if we may be of further service.
Sincerely,
`r
STFd-I\ I_ Cli:<S2N
6" SIJ
Steven L. Dickson, P.E.
ss istE-'.
Texas Registration No. 64813 "A
cc: D&E Job No. 111210 - 1
100 N. Central Expressway, Suite 760, Dallas, Texas 75201
(214) 741-3095
d
1525 �
i.2-8526 - - -_ -_ - - J 1_ 10
_L_
O ll T- HELICAL PIER SEE DETAIL
525
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USE (3) BAR5 M THE 11 7- ------ ----- - ----
BOTTOM OF THIS BEAM
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10 11
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BS68 -- -
564
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Sfi5
BS67
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111
566 =
(3) •4 BARS a b' 8" USE (3)'4 BARS IN THE
BOTTOM 6 THIS BEY
(TMP)
566
2-8567 - - _. O %
L -J L
2'-9
-I-1f1
BUILDER SHALL VERIFY ALL
DIMENSIONS PRIOR TO START
OF CONSTRUCTION
SEE DETAIL SHEET
FOR TYPICAL FOUNDATION
DO NOT EMBED OR ATTACH
CAP PLATE INTO GRADE BEY
PIER MUST SUPPORT ATLEAST
20000 - AXIAL LOAD
HELICAL PIER DESIGNED BY OTHERS
-ALL PIERS SHALL BE FOUNDED ON GRAY SHALE
AT APPROXIMATELY PBELOW EX15TING GRADE
nA wo a
omsnm
OfdimanCBS.€
EU
REVIEWED
5.25'o S
SITE NOTES
I. THIS FOUNDATION HAS BEEN DE5I6NED BASED UPON THE
CLIENT PROVIDED SOIL REPORT Na. 03-DG1009 BY
GE05CIENCE ENGINEERING AND TESTING, INC.
CONTRACTOR IS RESPCN5I5LE FOR ENSURING THAT ALL SITE
IMPROVEMENTS AND MOISTURE CONTROL RECOMMENDATION5
CONTAINED IN THE ABOyE NAMED REPORT ARE
IMPLEMENTED AND MAINTAINED FOR THIS SITE.
]. NO FIELD DHANGES WILL BE ALLOUED TO THIS PLAN.
CONTRACTOR MST CHECK THIS PLAN, IF THIS RAN IS
INCORRECT CONTRACTOR MST CONTACT DIE STRICTURES
BEFORE STARTING CCNSTFd1CTIOJ. IN NO EVENT SHALL DIE
STRUCTURES BE HELD LIABLE FOR INCORRECT FORM,
RACEMENT IF CONTRACTOR SETS FORMS BY OR SCALES
DIMENSIONS FROM THIS PLAN,
3. CONTRACTOR SHALL BE AUARE OF AND UNDERSTAND
ALL SECTIONS, DETAILS AND GENERAL NOTES PRINTED CN
THE REVERSE OF THIS PLAN, OR ON A SEPERATE SHEET AND
INCORPORATED BY REFERENCE.
4 ACOPY OF THIS RAN MUST REMAIN ON SITE UNTIL THIS
FOUNDATION 15 POIREO,
5. THIS SLAB SHALL BE 4 In' THICK 3000 P51 CONCRETE
b. ALL STRANDS ARE 11"F - 210 K51.
1. ALL BEAMS ARE 10` W n 26" D
soRF tnno-T
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TIED TO CABLE
DRAFED'05" STRIWD
OR STDs ME FLAN
SECTION 1 & 2
Si D, TYP. V3- . 5 1" BRI r'$'• STRAND, mF
p TIO CHAIR LTP al � `ELASTIC C.AIR TT,.
TED TO CABLE A TIED TO CABLE
DRAPED "Bs" TRA'
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STRAD DRAPED 95' STRAND
OR STR4OO. E PLAY y BARS . 12' OCELL OR 5TRAND9 SEE FLAN
SECTION 3 SECTION 4
'S' ST.5 wrPORT STRAND P
TTP BELINI THE iGP
"5' s1REND5
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V NOSE BAR IF REG•IIRED -
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B
FOR DROP UP TO 8• FOR DROP OF 8• TO 12• •4
SECTION 7
1 I" . 5 IR- BRICKLE. `'S' ETRAI.p, TTP.
IF RE.IRED. ,
D A ^ B
I -
DRAPED "Bs"STRAND
OR STRANDS 5ce pLyy
QSTAKEs AS RE
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CLEARANCE 4E0TE iNE
BOTTO" GF THE BEM
'-0' MAXIYRPf SPACING.
TYPICAL BEAM ELEVATION
IF (2)'B5' STRANDS ARE RE.IRED SEE TME ANCHOR
Ft AGEMENT DETAILS FOR PRGF£R ANCHOR IOOATIg
DESIGN NOTES
TOO OT RyM
TO —DFOR .rc uRrzv
AS T
OF
PLUMBING NOTES
SITE PREPARATION
. STRAND. 11
-PLASTIC CHAIR TTP.
TIED TO CABLE
DRAF£D "B s' 5TR D
OR 5T.Ds SEE PLA,.
FnAC_Ma BEAn .a EARS . 4"
SECTION 8
ANCHOR PLACEMENT DETAILS
INSPECTION NOTES
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CONSTRUCTION NOTES
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SECTION 5
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SECTION 9
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SECTION 9
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SECTION 10
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SEE DEEP D BEM DETAIL
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DROPPED BRICKLEDGE DETAIL
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PRAWN BY: GE
CHECKED BY: SO
SHEET 2 LF 2
CITY STATE ZIP CODE
COPPELL TX 75019
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 15 BLOCK A TRINITY SHORES ADDITION LOTS 1 -19 BLOCK A
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):_
( ##° -##'-##.##" or ##.#####) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ® Other: FIRM
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER
FEDERAL EMERGENCY MANAGEMENT AGENCY
.M.B. No. 3067-0077
COPPELL 480170
NATIONAL FLOOD INSURANCE PROGRAM
rExpiresDecember31,2005
B4. MAP AND PANEL
ELEVATION CERTIFICATE
B7. FIRM PANEL
Important: Read the instructions on pages I.7.
B9. BASE FLOOD ELEVATION(S)
NUMBER
SECTION A- PROPERTY OWNER INFORMATION
B6. FIRM INDEX DATE
For Insurance Company Use:
BUILgING OWNER'S NAME
(Zone A0, use depth of flooding)
48113CO155
Policy Number
C. Ab a. 5TAClz
- GAS
X500
443.50
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
Company NAIC Number
120 TRINITY COURT
CITY STATE ZIP CODE
COPPELL TX 75019
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 15 BLOCK A TRINITY SHORES ADDITION LOTS 1 -19 BLOCK A
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):_
( ##° -##'-##.##" or ##.#####) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ® Other: FIRM
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER
B2. COUNTY NAME
B3. STATE
COPPELL 480170
DALLAS
TEXAS
B4. MAP AND PANEL
B7. FIRM PANEL
B9. BASE FLOOD ELEVATION(S)
NUMBER
B5. SUFFIX
B6. FIRM INDEX DATE
EFFECTIVEREVISED DATE
B8. FLOOD ZONE(S)
(Zone A0, use depth of flooding)
48113CO155
J
06-1605
08-23-01
X500
443.50
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe):
B11, Indicate the elevation datum used for the BFE in 39: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):
B12. Is the building located in a Coastal Barrer Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevafions are based on: ❑ Construction Drawings' ® Building Under Construction' ❑ Finished Constmcfion
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1 (SEed the building diagram most similar to the building for which this ceruticate is being cornpieA - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3.-ai below according to the building diagram specified in Item C2. Stale the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD1929 Conversion/Comments BM PROVIDED BY DONALD PEEBLES RPLS 2437 AND ON GRADING PLAN
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No
o a) Top of bottom floor (including basement or endosure) 451.. 83 ft.(m) v
o b) Tap of next higher floor NA._ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA ft (m) o 0
o d) Attached garage (top of slab) 451.. 41 ft (m) E
w�
o e) Lowest elevation of machinery and/or equipment d
servicing the building (Describe in a Comments area) NA. t(m) E
o f) Lowest adjacent (finished) grade (LAG) 450.63 ft.(m) z °'
mN
o g) Highest adjacent (finished) grade (HAG) 450.. 98ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. an)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by aland surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U S Code Section 1001,
CERTIFIERS NAME BARRY RHODES LICENSE NUMBER 3691
TITLE OWNER COMPANY NAME BARRY RHODES
ADDRESS CITY STATE ZIP CODE
7509 PENNRIDGE CIRC ROWLETT TX 75088
SIGNATURE DATE TELEPHONE
06-06-2005 972-075-8940
Replaces all previous editions
FEMA Form 81 anuary 2003 See reverse side for continuation.
IMPORTANT: In these spaces, copy the corresponding information from Section A. ) For insurance Company use: )
Policy Number
COURT
Cfry STATE ZIP CODE IC Number
COPPELL TX 75019
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner.
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
E1. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed—see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph)
E2. The top of the bottom floor (including basement orenclosure) ofthe building is _ft.(m)_m(cm)❑above or ❑ below (check one) the highest adjacent grade. (Use
natural grade, ff available).
E3. For Building Diagrams 68 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent
grade. Compete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade, (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance wth the community's floodplain management ordinance?
❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community -
issued BFE) or Zone AO must sign here. The statements in Sadions A, B, C, and E are correct to the test of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
SIGNATURE
COMMENTS
ZIP CODE
k here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate, Complete the applicable items) and sign below.
G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes,
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building she is: _. _ft.(m) Datum:
LOCAL OFFICIAL'S NAME I I I Lt
COMMUNITY NAME TELEPHONE
SIGNATURE
❑ Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions